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All Journal Teras Jurnal Civil Engineering Journal Inersia : Jurnal Teknik Sipil Rambideun : Jurnal Pengabdian Kepada Masyarakat International Journal of Engineering, Science and Information Technology Malikussaleh Journal of Mechanical Science Technology TECHSI - Jurnal Teknik Informatika Jurnal Teknologi Terapan and Sains 4.0 International Journal of Multidisciplinary Approach Research and Science Journal of Planning and Research in Civil Engineering Jurnal Malikussaleh Mengabdi Jurnal Solusi Masyarakat Dikara Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Jurnal Teknik Sipil (JUTSI) Jurnal Pengabdian Masyarakat Teknologi Informasi (PERANTI) Jurnal Teknik Sipil
Maizuar Maizuar
Program Studi Teknik Sipil, Universitas Malikussaleh
Religion Agriculture, Biological Sciences & Forestry Humanities Astronomy Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Immunology & microbiology Industrial & Manufacturing Engineering Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Physics Public Health Social Sciences Transportation Other

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INCREASING THE EFFECTIVENESS OF WEBGIS-BASED VILLAGE IRRIGATION NETWORK MANAGEMENT IN GAMPONG KEUTAPANG KEC. NISAM, DISTRICT NORTH ACEH Zara Yunizar; Muthmainnah; Nura Usrina; Mukhlis; Zalfie Ardian Zainal; Rizal Tjut Adek; Maizuar
RAMBIDEUN : Jurnal Pengabdian Kepada Masyarakat Vol 8 No 1 (2025): Rambideun : Jurnal Pengabdian kepada Masyarakat
Publisher : LPPM Universitas Almuslim

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51179/pkm.v8i1.3053

Abstract

Keutapang Village is located in Nisam District, North Aceh Regency, Aceh Province with a village area of 123.4 ha. This village has 120 ha of agricultural land and rice as the main commodity, but the productivity of the planting season and harvest cannot be maximized due to the lack of irrigation that has been built, thus it is necessary to increase the effectiveness of irrigation management by mapping irrigation as information for village irrigation development planning. The rural irrigation map contains information on the location, situation and condition of irrigation, and the priority scale for improving the WEBGIS-based network. The purpose of this community service activity was to produce a village irrigation network map and educate village officials in increasing the effectiveness of irrigation network management through WEBGIS-based mapping. The mapping stages included measurement surveys using GPS, digitizing the surface of the area through Google Earth, depicting the layout with the AutoCAD application and making maps with QGIS/ArcGIS software. This community service activity in Keutapang Village, Nisam District produced informative and attractive village irrigation geospatial maps. The result of this activity is a digital irrigation map whose printout is submitted to the village officials. It is hoped that this map can be published and used as a basis for future sustainable village development planning.
Optimizing Asset Management of Kota Juang Public Market in Bireuen District: A GIS-Based Approach and Community Engagement Jufriadi, Jufriadi; Alkhaly, Yulius Rief; Maizuar, Maizuar
International Journal of Multidisciplinary Approach Research and Science Том 3 № 02 (2025): International Journal of Multidisciplinary Approach Research and Science
Publisher : PT. Riset Press International

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59653/ijmars.v3i02.1521

Abstract

Managing the assets of the public market in Kota Juang, Bireuen District, must be implemented well to provide an overview of regional wealth, clarify ownership status, safeguard regional goods, and increase regional original income. This research aims to analyze the factors that most influence the less-than-optimal management of public market assets in Kota Juang, Bireuen District, in terms of the role of the market community for good operational sustainability in helping to develop traders' businesses and to find out which infrastructure facilities and infrastructure need to be revitalized. The management of public market assets in Kota Juang, Bireuen District, is optimized by implementing the Geographic Information System/GIS. There are four stages in using the GIS application. The first stage is the data input stage, which includes planning, determining goals, collecting data, and entering it into the computer. Then, the data processing and analysis stage, as well as the output stage, which is the final phase, is presented as a hardcopy map, data tabulation, or a website. The data inputted as attributes in this GIS application is obtained from observations at market locations and related agencies in the form of location maps, Figures of the condition/existing market assets, supporting infrastructure data, and data on traders in the market community. This research uses purposive sampling techniques and data analysis using SWOT analysis. From the results of partial hypothesis testing on building conditions where the t-count = 4.769, while the t-count for facilities and infrastructure is 5.756, this value is greater than the t-table, namely 2.014, so it significantly affects market asset management. The final result of the SWOT analysis is to overcome the problems in the public market area by planning the need for facilities and infrastructure or infrastructure that is no longer suitable so that it can be revitalized and increase the role of market managers by preparing standard operating procedures.
Efektivitas Pembangunan Infrastruktur Perdesaan Melalui Program Dana Desa Kabupaten Pidie Jaya Radhi, Fadlon -; Maizuar, Maizuar; Wesli, Wesli; Fithra, Herman; Jalil, Abdul
Teras Jurnal : Jurnal Teknik Sipil Vol. 15 No. 1 (2025): Volume 15 Nomor 1, Maret 2025
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v15i1.1215

Abstract

Abstrak Pembangunan infrastruktur perdesaan yang efektif merupakan prasarana desa yang diharapkan oleh masyarakat desa untuk dapat meningkatkan taraf hidupnya, maka pembangunan infrastruktur yang efektif dan berkualitas melalui program dana desa menjadi ujung tombak dalam pembangunan desa. Penelitian ini menggunakan metode kombinasi dengan cara menggabungkan metode kuantitatif dan kualitatif. Penelitian ini berlokasi di Kabupaten Pidie Jaya dengan menganalisis data dari tahun 2019-2023. Hasil dari analisis adalah efektivitas pembangunan infrastruktur perdesaan melalui program dana desa ditinjau dari aspek waktu sebesar 75,63% dengan kategori Cukup Efektif, dan ditijau dari aspek biaya yaitu 98,82% dengan kategori Efektif, sedangkan tinggi kualitas infrastruktur pada pembangunannya ditinjau dari aspek kualitas mutu beton dengan hasil berkualitas Baik, ditinjau dari aspek arsitektur/estetika dengan hasil berkualitas Baik, dan tinjau dari aspek dimensi proyek dengan hasil juga berkualitas Baik sehingga dapat disimpulkan bahwa pembangunan infrastruktur perdesaan melalui program dana desa di Kabupaten Pidie Jaya sudah Efektif dan berkualitas Baik. Kata kunci: Efektivitas, Kualitas, Pembangunan infarstruktur, Dana desa. Abstract Effective rural infrastructure development is a village infrastructure that is expected by rural communities to be able to improve their standard of living. Therefore, effective and quality infrastructure development through the village fund program is the spearhead in village development. This study uses a combination method by combining quantitative and qualitative methods. This study is located in Pidie Jaya Regency by analyzing data from 2019-2023. The results of the analysis in this study are the effectiveness of rural infrastructure development through the village fund program in terms of time aspect of 75.63% with the category of Quite Effective, and in terms of cost aspect of 98.82% with the category Effective. While the high quality of infrastructure in its development is reviewed from the aspect of concrete quality with good quality results, reviewed from the aspect of architecture/aesthetics with good quality results, and reviewed from the aspect of project dimensions with results also of Good quality so it can be concluded that rural infrastructure development through the village fund program in Pidie Jaya Regency is Effective and of Good quality Keywords: Effectiveness, Quality, Infrastructure development, Village funds.
Effect of Graphene Oxide on the Performance of Fly Ash Concrete Exposed to Ambient Temperature Maizuar; Akbar, Said Jalalul; Jalil, Abdul; Arfiandi, Joni
Civil Engineering Journal Vol. 11 No. 7 (2025): July
Publisher : Salehan Institute of Higher Education

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28991/CEJ-2025-011-07-06

Abstract

The rising global temperatures due to climate change are accelerating concrete deterioration by shortening its service life, which subsequently increases maintenance costs. Therefore, the objective of this investigation is to analyze the graphene oxide (GO) effect on the mechanical characteristics and microstructural properties of fly ash (FA) concrete exposed to ambient temperatures. Concrete specimens were created by employing GO from 0.01% to 0.05% by weight of cement and cured using two distinct methods. These include standard curing in immersed water and for 7 days followed by ambient exposure. The mechanical test showed that GO significantly enhanced compressive strength, with 0.04% GO observed to have increased strength by approximately 16% at 28 days. However, exposure to ambient conditions led to decreased compressive and flexural strength and increased mass loss. The microstructural analysis also showed that ambient-exposed concrete exhibited higher porosity and incomplete hydration. The results showed that the addition of GO enhanced durability by refining the microstructure, reducing porosity, and enhancing thermal stability. Thermal analysis also confirmed that GO minimized moisture loss and improved thermal resistance. Furthermore, Fourier Transform Infrared Spectroscopy (FTIR) validated the improvement in bonding for the GO-FA concrete. These results showed that GO could mitigate the adverse effects of environmental exposure, leading to its identification as an advantageous additive to increase the long-term durability and concrete performance in different temperature conditions.
Komparasi Perilaku Struktur Jembatan dengan Elastomeric Bearing dan Lead Rubber Bearing Terhadap Gaya Gempa Azharis, Rahmat; Maizuar; Sarana, David
Inersia: Jurnal Teknik Sipil Vol. 17 No. 2 (2025)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/ijts.17.2.71-80

Abstract

Indonesia memiliki tingkat kegempaan cukup tinggi, sehingga infrastruktur seperti jembatan yang memiliki kesederhanaan bentuk sangat rentan terhadap kerusakan struktural, untuk itu diperlukan sistem isolasi seismik yang mampu mereduksi respon dinamis akibat beban gempa. Penelitian ini bertujuan untuk membandingkan perilaku struktur jembatan eksisting dengan sistem Elastomeric Bearing (EB) support dan Sistem Isolasi Seismik yaitu, Lead Rubber Bearing (LRB) terhadap pengaruh gaya gempa. Metode penelitian dengan pemodelan numerik menggunakan software SAP2000, mengacu pada SNI 1725-2016, SNI 2833-2016 dan Buku Peta Deagregasi Bahaya Gempa Indonesia untuk Perencanaan dan Evaluasi Infrastruktur Tahan Gempa. Analisis yang digunakan adalah time history dengan input tiga data gempa representatif (Quirihue, Hyuganda, Ki_se). Parameter utama yang dianalisis meliputi displacement (perpindahan), defleksi (lendutan), periode alami dan frekuensi. Hasil analisis menunjukkan bahwa sistem LRB mampu menurunkan perpindahan strutkur secara signifikan, yaitu 30-154%, dibandingkan EB pada semua gempa. Defleksi maksimum menunjukkan perbedaan relatif kecil hanya sekitar 1,3%, namun nilai lendutan LRB lebih kecil. Periode alami jembatan dengan LRB meningkat hingga 121,9%, yang membuat struktur lebih fleksibel, menurunkan frekuensi getar serta mengurangi gaya gempa yang bekerja pada struktur.
Peningkatan Kesadaran Pengguna Jalan Terhadap Keselamatan Berlalulintas Maizuar, Maizuar; Usrina, Nura; Muthmainnah, Muthmainnah; Ersa, Nanda Savira; Nurrahim, Rahmi; Putri, Putri
Jurnal Solusi Masyarakat Dikara Vol 2, No 3 (2022): Desember 2022
Publisher : Yayasan Lembaga Riset dan Inovasi Dikara

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Kecelakaan berkendara merupakan salah satu persoalan transportasi yang muncul akibat pergerakan atau lalu lintas manusia. Faktor penyebab kecelakaan berkendara antara lain yaitu faktor manusia, kendaraan dan kondisi jalan. Di Indonesia, angka kecelakaan masih sangat tinggi. Berdasarkan data kepolisian, rata-rata 3 orang meninggal setiap jam akibat kecelakaan lalu lintas di jalan raya. Data tersebut juga menyatakan bahwa 61% kecelakaan disebabkan oleh faktor manusia yaitu terkait dengan kemampuan serta karakter pengemudi. Sedangkan kerugian materil akibat kecelakaan tercatat sebanyak Rp 199,01 miliar pada Januari-Oktober 2021. Oleh karena itu pengabdian ini bertujuan untuk meningkatkan kesadaran pengendara terhadap kecelakaan berlalu lintas terkait faktor manusia. Adapun pendekatan pengabdian ini yang pertama menentukan objek/sasaran sosialisasi, kedua menentukan lokasi sosialisasi, ketiga menentukan materi sosialisasi, berikutnya menentukan pemateri dan mekanisme sosialisasi, terakhir melakukan sosialisasi dan menyusun laporan hasil sosialisasi. Kegiatan peningkatan kesadaran keselamatan berkendara dan berlalu lintas kepada masyarakat pengguna jalan merupakan salah satu cara untuk mengurangi kecelakaan yang diakibatkan oleh kelalaian pengendara. Dari hasil sosialisasi ini diharapkan tumbuh kesadaran bagi pengguna jalan agar lebih mawas diri dalam berkendara antara lain menggunakan kelengekapan berkendara, melengkapi surat-surat berkendara dan mematuhi peraturan berlalu lintas. Melalui materi tersebut dan informasi sanksi terhadap pelanggaran diharapkan dapat bermanfaat bagi pengguna jalan dalam meningkatkan kesadaran keselamatan berkendara. Sehingga diharapkan hal ini dapat mengurangi angka persentase faktor manusia sebagai penyebab kecelakaan lalu lintas di jalan raya.
STUDI EKSPERIMEN PERILAKU DINAMIK JEMBATAN PCI GIRDER DENGAN MENGGUNAKAN AKSELEROMETER Maizuar, Maizuar
Teras Jurnal : Jurnal Teknik Sipil Vol. 10 No. 2 (2020): Volume 10 Nomor 2 September 2020
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v10i2.353

Abstract

Abstrak Jembatan merupakan salah satu sarana infrastruktur transportasi penghubung yang penting. Dalam masa layan kerusakan struktur sebuah jembatan dipengaruhi oleh bermacam faktor beban dan kondisi lingkungan. Struktur jembatan yang sudah menua (ageing bridge) dan kenaikan beban lalu lintas adalah subjek yang harus dimonitor pada pemeliharaan jembatan. Dalam rangka pengukuran kapasitas struktur perlu dilakukan pengawasan rutin dan evaluasi integritas konstruksi sipil dengan menggunakan metode tanpa merusak benda uji (Non Destructive Testing Techniques). Metode ini dapat memberikan informasi tentang respon struktur jembatan. Penelitian ini dilakukan untuk memperoleh data percepatan dengan menggunakan akselerometer yang akan diolah untuk mendapatkan respon struktur berupa frekuensi alami dan lendutan yang terjadi pada tengah bentang jembatan. Selanjutnya dengan menggunakan software Geopsy diperoleh frekuensi alami sebesar 4,3256 Hz. Sedangkan lendutan diperoleh dengan menggunakan software DADiSP sebesar 0,43 cm pada pembebanan truk 28 ton dan lendutan sebesar 0,5 cm pada beban lalu lintas normal. Kata kunci: Akselerometer, frekuensi alami, jembatan, lendutan, perilaku dinamik Abstract Bridges are crucial transport infrastructure. In practice, structural damage of a bridge accumulates over its life-span caused mainly by loadings and environmental condition. Ageing bridge structures subject to increasing demand from heavy traffic loading is subject in monitoring and maintenance of bridges. Structural capacity and integrity of bridges need to be routinely monitored and evaluated using non dectructive testing (NDT) techniques. The NDT method could provide information on structural respond of bridges. This study investigates structural respond of a bridge (e.g., natural frequency and displacement) using accelerometer sensor. The results of study show that the natural frequency obtained using Geopsy software is 4,3256 Hz. Using DADiSP software, the displacement of the bridge is obtained 0,43 cm under design truck load of 28 ton and displacement of 0,5 cm under normal traffic condition. Keywords: Accelerometer, natural frequency, bridge, displacement, dynamic behaviour
PERENCANAAN JARINGAN PERPIPAAN AIR MINUM MENGGUNAKAN APLIKASI WATERCAD V8-I Wesli, Wesli; Fasdarsyah, Fasdarsyah; Kurniawan, Indra; Yusuf, Khairullah; Akbar, Said Jalalul; Maizuar, Maizuar; Arfiandi, Joni
Teras Jurnal : Jurnal Teknik Sipil Vol. 11 No. 2 (2021): Volume 11 Nomor 2, September 2021
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v11i2.554

Abstract

Abstrak Pelayanan kebutuhan air di wilayah IKK Bukit Oregon kurang memadai diduga jaringan pipa menjadi pokok masalahnya sehingga berdasar hal tersebut maka diperlukan evaluasi jaringan perpipaan air minum dan design dibuat dengan menggunakan software Aplikasi Watercad V8-I dan ingin diketahui seberapa besar kebutuhan debit pada proyeksi tahun 2030 termasuk kapasitas pompa dan jenis pipa transmisinya. Hasil pengamatan secara langsung di wilayah studi pada pelayanan terdapat permasalahan yang terjadi pada pipa transmisi, yaitu pipa dari intake (sumber air baku utama) menuju ke Instalasi Pengolahan Air (IPA) yang akan di distribusikan ke masyarakat. Permasalahan yang terjadi adalah pipa induk tersebut mengalami kebocoran akibat umur teknis pipa yang sudah tua. Meningkatnya jumlah penduduk sama halnya semakin meningkatnya pemenuhan akan kebutuhan air bersih. Permasalahan tersebut harus ditanggulangi dengan pergantian pipa dengan jenis dan diameter yang tepat serta kapasitas pompa yang sesuai hasil menggunakan software Watercad V8-i. Dari hasil perhitungan analisa pertumbuhan penduduk pada tahun 2030 dengan jumlah pelanggan 96.770 jiwa kebutuhan air mencapai 102,476 liter/detik. Sistem transmisi menggunakan sistem pompa dengan kapasitas terpasang 90 liter/detik. Jenis pipa yang dipakai untuk pipa transmisi menggunakan pipa HDPE dengan diameter 350 mm. Kata kunci: evaluasi, air bersih, perpipaan, pompa, Watercad V8-i   Abstract The service for water needs in the IKK Bukit Oregon area is inadequate, it is suspected that the pipeline network is the main problem, so based on this, it is necessary to evaluate the drinking water piping network and the design is made using the Watercad V8-I application software and wants to know how much the demand for discharge in the 2030 projection includes pump capacity and type of transmission pipe. The results of direct observations in the study area on the service there are problems that occur in the transmission pipe, namely the pipe from the intake (main raw water source) to the Water Treatment Plant (IPA) which will be distributed to the community. The problem that occurs is that the main pipe has a leak due to the technical age of the pipe which is old. The increasing population is the same as the increasing fulfillment of clean water needs. These problems must be overcome by changing the pipe with the right type and diameter and the pump capacity according to the results using the Watercad V8-i software. From the calculation results of population growth analysis in 2030 with the number of customers 96,770 people, water needs reach 102,476 liters/second. The transmission system uses a pump system with an installed capacity of 90 liters/second. The type of pipe used for the transmission pipe uses HDPE pipe with a diameter of 350 mm. Keywords: evaluation, clean water, piping, pump, Watercad V8-i 
Analisis Keterlambatan Proyek Terhadap Cost Overruns Berbasis Project Risk Management Pada Proyek Pembangunan Infrastruktur Pabrik NPK Chemical PT Pupuk Iskandar Muda ikmal, teuku; Wesli, Wesli; Maizuar, Maizuar; Khairullah, Khairullah; Hamzani, Hamzani
Teras Jurnal : Jurnal Teknik Sipil Vol. 14 No. 1 (2024): Volume 14 Nomor 1, Maret 2024
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v14i1.1034

Abstract

Abstrak Proyek Pembangunan Pabrik NPK Chemical di PT PIM mengalami keterlambatan significant sehingga terjadi cost overrun. Penelitian ini untuk mengetahui banyaknya faktor risiko paling dominan dengan pendekatan Project Risk Management. Metode penelitian menggunakan metode deskriptif kuantitatif dengan menyebarkan kuesioner kepada personil di proyek Pabrik NPK Chemical PT PIM. Data kuesioner diolah menggunakan programming SPSS. Setelah itu, dilakukan analisis penilaian risiko untuk memperoleh risiko keterlambatan yang dominan. Hasil penelitian menunjukkan faktor risiko kategori œhigh risk sebanyak 31 risiko atau berkontribusi sebesar 84,67%. Adapun 5 faktor risiko dominan penyebab keterlambatan proyek yaitu: Pengiriman material tidak sesuai sequential di lapangan; Mismanagement project Kontraktor; Keterlambatan karena pekerjaan subkontraktor; Mobilisasi sumberdaya yang lambat; serta Koordinasi dan komunikasi yang tidak baik antar bagian dalam organisasi kerja Kontraktor sehingga tidak dapat mengelola interface pekerjaan. Kata kunci: Keterlambatan Proyek, Cost Overrun, Project Risk Management   Abstract The NPK Chemical Plant Construction Project at PT PIM experienced significant delays resulting in cost overrun. This study is to determine the number of most dominant risk factors with the Project Risk Management approach. The research method used quantitative descriptive methods by distributing questionnaires to personnel at PT PIM's NPK Chemical Plant project. Questionnaire data is processed using SPSS programming. After that, a risk assessment analysis is carried out to obtain the dominant risk of delay. The results showed that the risk factors in the "high risk" category were 31 risks or contributed 84.67%. The 5 dominant risk factors that cause project delays are: Material delivery is not in accordance with sequential in the field; Mismanagement of the Contractor's project; Delays due to the work of subcontractors; Slow resource mobilization; and Poor coordination and communication between parts of the Contractor's work organization so that they cannot manage the work interface. Keywords:   Project Delay, Cost Overrun, Project Risk Management
Pengaruh Asal Tenaga Kerja Konstruksi Terhadap Produktifitas kerja, Studi Kasus Proyek CWM - 01 Universitas Malikussaleh juanda, juanda; Wesli, Wesli; Sofyan, Sofyan; Khairullah, Khairullah; Maizuar, Maizuar
Teras Jurnal : Jurnal Teknik Sipil Vol. 14 No. 1 (2024): Volume 14 Nomor 1, Maret 2024
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v14i1.1082

Abstract

Abstrak Tenaga kerja menjadi salah satu bagian terpenting dalam pembangunan dan faktor penunjang keberhasilan proyek yang baik. Kemampuan tenaga kerja lokal dan luar daerah berpengaruh dalam percepatan pembangunan dan efisien pembangunan, dan besar pengaruh tenaga kerja lokal dan tenaga kerja luar daerah terhadap pekerjaan. Metode observasi dan kuesioner dilakukan dengan pengamatan dilapangan untuk menghitung besarnya produktivitas dan rasio pemanfaatan tenaga kerja, hasil  Perhitungan uji realibilitas kostruk didapat nilai 0,847 menunjukan good reability, setelah dilakukan pengujian hubungan krateristik model pada sofware SEM Amos versi 23 menunjukan bahwa CMIN/DF 3,076 maka syarat ‰¤ 2 telah terpenuhi maka dinyatakan goodness of fit, maka rasio pemenfaatan tenaga kerja lokal 0,076 jam atau 25,5% sedangkan tenaga kerja non lokal  0,077 jam atau 25,8% pengaruh produktifitas tenaga kerja lokal dan non lokal pada persentase kemampuan bekerja Pasangan Dinding Bata 34,57%, plesteran dinding bata 7,20%  dan setatus pekerja non lokal lebih cepat dari pekerja lokal pada pemasangan keramik didapatkan 16,48% lebih cepat penyelesaiannya terhadap pekerja lokal maka besarnya pengaruh asal tenaga kerja terhadap produktifitas kerja mempuyai pengaruh yang sangat signifikan terhadap rasio pemanfaatan tenaga kerja. Kata kunci: Produktifitas, Rasio Pemanfaatan Tenaga Kerja, Pengaruh Asal  Abstract Labor is one of the most important parts in development and a factor that supports the success of a good project. The ability of local and non-regional workers influences the acceleration of development and efficient development, and the large influence of local and non-regional workers on employment. Observation and questionnaire, question sheets and direct observation in order to obtain input data to calculate the amount of productivity and labor utilization ratio, of the construction reliability test calculation, a value of 0.847 is obtained, indicating good reliability, after testing. The model characteristic relationship in SEM Amos software version 23 shows that CMIN/DF is 3.076, then the condition ‰¤ 2 has been fulfilled, then it is declared goodness of fit, then the utilization ratio of local labor is 0.076 hours or 25.5% while non-local labor is 0.077 hours or 25. 8% influence of local and non-local labor productivity on the percentage of work ability of brick wall masonry 34.57%, brick wall plastering 7.20% and one hundred non-local workers faster than local workers and for ceramic installation 16.48% quicker completion for local workers, the magnitude of the influence of the origin of the workforce on work productivity has a very significant influence on the labor utilization ratio. Keywords: Productivity, Labor Utilization Ratio, Effect of Origin
Co-Authors Abdul jalil Adi Setiawan Adzuha Desmi Agam Muarif Ahmad Fikri Arfiandi, Joni Azharis, Rahmat Burhanuddin Burhanuddin Burhanuddin Burhanuddin Burhanuddin Burhanuddin Burhanuddin David Sarana Ditya Larasati Putri Emi Maulani Ersa, Nanda Savira Fadlisyah Fadlisyah Fasdarsyah Fasdarsyah Fitra Aulia Azmi Fitri Arianggi Futri Habibah Afriandani Hamzani Hamzani Helmi Imran Herman Fithra Husni - Husni Husni, Husni - Indra Kurniawan Indra Kurniawan Joni Arfiandi Juanda juanda juanda Jufriadi Jufriadi, Jufriadi Khairullah Yusuf Khairullah, Khairullah M Ibnu H F Harahap M. Jamil Mahmudy, Ash Shiddiq Meriatna Meriatna Mukhlis Mukhlis Mukhlis MUTHMAINNAH Muthmainnah Muthmainnah Muthmainnah Muthmainnah Nasution, Naya Fadillah Nura Usrina Nurrahim, Rahmi Prasetia, Gigih Pulungan, Wahyu Putri Putri, Putri Radhi, Fadlon - Rahmaini Rahmaini Rhiza Afriady Ridwan Adha Rizal S.Si., M.IT, Rizal Rozanna Dewi Said Jalalul Akbar Sari Rama Indah Sofyan Sofyan Sofyan Sofyan sofyan sofyan Syarifah Asria Nanda Teuku Ikmal Teuku Mudi Hafli Tjut Adek, Rizal Usrina, N Wesli Wesli Yulius Rief Alkhaly Yusuf, Khairullah Zahrul Mubarak Zai, Arif Munandar Zalfie Ardian Zara Yunizar Zarkasyi Zarkasyi Zulnazri, Z